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Permit 1620 Jordan Street J08ADDREV&.�2C �./��� TYPE WORK 7W-&r PROPERTYO aC�llad�'�Ze TELEPHONE CONTRACTOR CK L PERMIT N+C mm l 91 �� DATE - 7-0d INSPECTIONS FOOTING 06 -- a C) NAII.WCvSEEAnZVVG FIPAMWGWVMt UP INSULATION FINAL BUILDING E42-9 d CERTIFICATE OF OCCUPANCY 8 b ELECTRICAL PERM INSPECTIONS ROUGE ! q 10 FINAL Z AmcBAMea PExams 07l INSPECTIONS ROUGE( FINAL •�' Z S Q A-C, q �� PtUMMNGPERMI INSPECTIONS =7GUUMER WAFINO NOTES: crry of AT.AN'nc BEACH PERMIT .. �rBUILDING /ZONING DEPARTMENT NT APPLICATION# }Vr 800 Seminole Road ` Atlantic Beach,Florida 32233 a (904)247-5800 (904)247-5845 Fax www.coab.us / d APPLICATION TRACKING FORM 10 •— —,— EED DEPT: /J ��1( PLANNING Property Address: Iti' Z D J�ee_61,4,V �� Z BUILDING ('� PUBLIC WORKS Applicant: Yr �.3 �i'1' oPUBLIC UTILITIES kv, Y N FIRE DEPT. Project: �i �.d L)) Y N PUBLIC SAFETY UJ APPROVAL Q p REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE Z Y N D.E.P HUFSTETLER 05 0:0 Y S.J.R.W.M. CARPER FW Y ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: ❑ T-0 1ST REV 0I _w 1 /57GJ A _ ! 0 PLANNING ❑ ® 2ND REV ❑ BUILDING WO PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ❑ ® 3RD REV Return this form to the BuHding Department once you have entered your comments into the AS4100. Public Works Plan Review Comments Initials:kil Date: �I I I U ' I- I Application/P ermit Project Name/Address: -77777777i ��he dog �PP ac hea- Commen�ts o�nent Provide impervious surface calculations. Provide erosion and sediment control plans with installation details and maintenance ❑ schedule. . Provide drainage plans•showing site topography (flow arrows, etc.) ❑ Provide construction site management plan, including Right-of-Way Permit if using ❑ right-of--way for construction parking. Provide a pre-construction topographic survey prepared by a Florida Licensed ❑ Professional Land Surveyor, showing 1' contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required per ❑ Section 24-66(b). (See attached info. Sheet) If on-site storage is required, a post construction topographic survey documenting proper ❑ construction will be required. A Right-of-Way Permit must be obtained. ❑ A Revocable Encroachment Permit must be obtained for ❑ Pool—Wellpoint(if used)must discharge into vegetated area 10' minimum from street ❑ or drainage feature (swale or structure) All driveway aprons must be concrete, 5 inches thick,4000 psi,with fibermesh from the rods or mesh are not allowed in El edge of the pavement to the property line.Reinforcing the ROW (Commercial driveways—6"thick). Any utility cuts in the road must be repaired using CO7 Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair mustbe shown on ❑ the plans. BUILDING PERMIT APPLICATION 2 Si CITY OF ATL/kNTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 • Office:(904)247-5826 • Fax:(904)247-5845 Job Address: _ r s � Permit Number: Legal Description 00 Valuation of Work(Replacement Cost)$5co ■ Class of Work Circle one): New Addition Alteration Repair Move ■ Use of existing/proposed structures) Circle one): - Commercial Residential ■ If an existing structure,is a fire sp er system installed?(Circle one): Yes No N/A s T:a,� .^ . t of k -� '_a-- r ? ? Yes 4TO _. fir= .� � . rzetyr-r.er s assa,.fation ar other private r;~#zty retlair. (Circle One}: �. Describe in detail the type of work to be performed: k -- I` &P r z 1. Z ` c� Pro erty Owner Information •—�^ Name: &A Address: ZDJ 0rdc" City bf&2L StatedZip 3 M(tone Z-qq, Contractor Information: Name of Company: Co Mi b& Qualifyu►g Agent: Address: City JAX State—i Zip ��7 i c✓ Office Phone 4 ID Is Job Site/Contact Number State Certification/Regisixation-#. Office Fax# Architect Name&Phone# Engineer's Name&Phone# Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all workwill be Performed to meet the standards of all laws regulating construction m this jurisdiction. This permit becomes moll and void i work is not commenced within six(6) rrconths, or i f construction or work is suspended ar abandoned for a period of &W6) months at time inter work is commerr<cecl I understand that separate permits must be secured far Electrical r1►�Plumbing, Wells:Pools, Furnaces,Boilers,Seaters, Tanks and Air Conditioners,etG WARNING TO OWNER:YOURFAILURE TO RECORD ANOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Thereby certi thatThave read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of workwill be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal, state, or local taw regulating construction or the performance of construction. Signatum of Property er. Si o ot.x*OR�� LEY L GRAHAISworn to and subscribed bef sHiRLEYL.G,2hiiAM Sworn 'd &liteMF this Day of -•� tary Public- Sete of Florida this mn '0"Exp reg JAY t. ?mmission Ev aaas Feb 14,2010 n D 3+ Bonded By National Npt, �E Grum Dior, r DO 518533 Notary Public: C�6 B� Na±mr:3l N,,ta,v Assn. Notary Public: REVISED 03.05.07 STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS 'Dedicated to making Florida a better place to call home' JES BUSH THADDEUS L.COHEN,AIA Governor seaetary Certification Number. MAF-1367 Manufacturer. Superior Sheds,Inc.-OC Address: 2323 S.Volusia Avenue - Orange City,FL 32763 Expiration: November 09,2007 Certified for Manufacturing: Storage Sheds This will confirm that Superior Sheds.Inc.--OC is certified to manufacture manufactured(modular)buildings, as defined by Rule Chapter 9B-1,FAC,and Chapter 553,Part I,FS, for Iocation or sale in the State of Florida. The condition of this certification is limited to authorization specified in the above references._ Each building shall bear a State Insignia located on the electrical panel box cover. This certification renewal shall be for a period of three years, as indicated above. The manufacturer will receive a renewal notice by E-mail, generated by the Building Code Information System(BCIS) 90 days prior to expiration of this notice. The manufacturer must submit the information required in s. 553.381 F.S. and Rule Chapter 9B-1.007 FAC online at www.floridabuilding.or-R. If you have questions regarding licensing requirements for site-related permits for installation of manufactured buildings, you may contact us, your local building department or the Department of Business and Profession Regulations at (850) 487- 1395. f Sincerely, Michael D.Ashworth Program Manager Manufactured Buildings Program Building Codes&:.Standards Phone:. 850-922-6075 FAX:- 850-414-8436 cc:NDI 2555 SHUMARD OAK BOULEVARD • TALLAHASSEE. FLORIDA 3 " 11-2 100 Phone: 850.488.8466/Suncom 278.8466 FAX: 850.921.0781/Suncom 781 Internet address: htta://www.dca.state.ft.us CA TICAL STATE CONCERN MEW OFFICE COMMUNITY PIANNN G EMERGENCY MANAGEMENT NOUSV ELOPMENT 27%Ovra••s Mi$".Suds 212 2555 Shumard Oak Sa&vard 2555 WwAard Oak Soulawd 2555 E -- - - --- -_.._- Cl »"Quinn Tadahasaaer-L incja.]tm Taaa:. '9212007 13:23 9042150910 LIGHTHOUSE SURVEYING PAGE 02 AMP SHOWIM ROUNPARY SURVEY OF THE SOUTH 41.00 FEET OF LOT A T000HR IMTH THE NOR1% QUO FEET OF IAT 11. BLACK 1. ED SWTH SUMM" AS RECORDED IN PLAT BOOK.26. PAGE_50. OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CX 7F1" 4Yk KIOMY SMITH COMMUNITY STT CRENT UNION '�- WATSON do OSBORNE TITLE SERWCES FIRST AMERICAN TITLE INSURANCE COMPANY JORDAN STREET , . w 49.8T (ea Y wwr M WAY) (MEASURED) s ooro�'a� E ��► Pat on x x mow- 3l4tii' (IiRAIU�D� tcltilaNw s 0018b0' l" 1a• S CmIrw IC , XSW('LAT) 41.0d' (KAT) {`'�•'r-,f �►f1 5 On5W E S 004VdC E _ .vIV .Y , 0 S` cr Z b Ike g c $ x N 9 �; a) W W �La I X .. 1-34 O o W ' ga .. Lai B: CL - Z _ LOT 10 IAT 11 BLOCK i BLOCK 1 N 0015'00'w N WSW w MAI) M00' (M-AI) ".W(PLAT) T) 1D "�0M oar immi N 0014""" W .52` (MEAsuFZEJ LOT 5 LOT 4 BLOCK 1 REVISIONS oAiE OE�tlbC1101i JOB # 07-0572 DATE OF FIELD SURVEY: 06— 0 DATE OF ISSUE: 07-02-07 SCALE. 1 - 20 ��.• =�i� �1. IEE OPM ON IM eE +o of K eY''J�oa E MAN m Y-makoMWIM& wm LRS-aF CITY OF ATLANTIC BEACH =` 4y 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptla?,coab.us Application Number . . . . . 07-00001011 Date 7/18/07 Property Address . . . . . . 1620 JORDAN ST Application type description SHED PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1500 ---------------------------------------------------------------------------- Application desc REPACE SHED ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SMITH OWNER ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 40 . 00 Plan Check Fee 20 . 00 Issue Date . . . . Valuation . . . . 1500 Expiration Date . . 1/14/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 40 . 00 40 . 00 . 00 . 00 Plan Check Total 20. 00 20 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PERMIT BUILDING / ZONING DEPARTMENT APPLICATION 800 Seminole Road Atlantic Beach,Florida 32233 Jr (904)247-5800 (904)247-5845 Fax wwV.coay.us APPLICATION TRACKING FORM R IRED DEPT: /- �^ N PLANNING Property Address: /N Z 0J'Q4J,4,Vz Y �4 BUILDING N PUBLIC WORKS Applicant: &MI&C-r SM-M V 00, PUBLIC UTILITIES SAM (4(f Y N FIRE DEPT. Pr®�e�t: �IT�1S J Y N PUBLIC SAFETY UJ w APPROVAL v o REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: L UJ Y N D.E.P HUFSTETLER a Y N SAR.W.M. CARPER _LU Y N ARMY CORPS of ENG CARPER F O Y N I HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWFED BY: ITI L: DATE: ® 1ST REVT[] pq!�� PLANNING BUILDING ® ® 2ND REV PUBL WOR S PU IC T LI S E DEPT. PUBLIC SAFETY ® ® 3RD REV Return this form t®the Building Department once you have entered your comments into the AS4W 3 .kt BUILDING PERMIT APPLICATION , CITY OF ATLANTIC BEACH . 800 Seminole Road,Atlantic Beach FL 32233 Jjilt Office:(904)247-5826 • Fax:(904)247-5845 Job Address: I u 20 Permit Number: Legal Description v© Valuation of Work(Replacement Cost)S � � • Class of Work(Circle one): New Addition Alteration Repair, Move ■ Use of existingtproposed sus)(Circle one): - Commercial Residential ■ If an existing structure,is afire sprinkler system installed?(Circle one): Yes No N/A g Is apF;Dva1 of ho,-neon-net's association or ager private entity required?(Circle cine): Yes 'NTo Describe in detail the type of work to be performed: k�� t �,Fjq, — z 5-Z, C� Property Owner Information Name: SM Address: Vp ZD Jardcc S City StatedZip Z_a,Phone 2 Contractor Information: Name of Company: CO MF8 Qualifying Agent: Address: 101!5t) 1"k-0 V—,LAAJ Ed, JAX State -1-1 Zip Office Phone 16 1 Job Site/Contact Number State Cerdfication/Regisix o&* -_ _ Office Fax# Architect Name&Phone# Engineer's Name&Phone# Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of{a permit and that all work will be pedbrnwdto meet the standards of all laws regulating construction to this jurisdiction. 7�iis permit becomes m�11 and void i work is not commenced within six(6) months, or f construction or work rs suspended or abandoned for a period of six6) months at an�me after work is commenced I understand that separate permits must be secured for Electrical ori Plumbing, , Wells, Pools, Furnaces;Boileis,Seaters, Tankr and Air Conditioners,etG WARNING TO OWNER:YOUR FAILURE TO RECORD A NO I'ICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVES TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. thereby cern�y thatI have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this htyyppe of work will be complied with whether specified herein or not. The granting o ffa permit does not presume to give uututhority to violate or cancel the provisions of any other federal, state, or loco law regulating construction or the performance of construction. Signature of Property er. Si o •.may p I, Sworn to and subscribed be f .ac" LEY L GR;; N ��t 3ts a F StiiRLEti L.G�1�i1AM Sworn `� Expres lids_ Day of =° Notary Public- it lte of Florida this Ex 11vty t �mmission Ey�*es Feb 14,2010 Bonded 8,,Nahonai Npt r.F Gomm«io;; DV 518533 Notary Public: `'o' �y e, °tai+oras P,ctary Assn. Notary Public: REVISED 03.05.07 STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS `Dedicated to making Florida a better place to call home' JE$BUSH THADDEUS L.COHEN,AIA Governor Seaemry Certification Number. MAF-1367 Manufacturer. Superior Sheds,Inc.-OC Address: 2323 S.Volusia Avenue - Orange City,FL 32763 Expiration: November 09,2007 Certified for Manufacturing: Storage Sheds This will confirm that Superior Sheds.Inc.-OC is certified to manufacture manufactured(modular)buildings, as defined by Rule Chapter 9B-1,FAC,and Chapter 553,Part I,FS, for location or sale in the State of Florida. The condition of this certification is limited to authorization specified in the above references._Each building shall-bear a State Insignia located on the electrical panel box cover. This certification renewal shall be for a period of three years, as indicated above. The manufacturer will receive a renewal notice by E-mail, generated by the Building Code Information System(BCIS) 90 days prior to expiration of this notice. The manufacturer must submit the information required in s.553.381 F.S. and Rule Chapter 9B-1.007 FAC online at www.floridabuildine.or�. If you have questions regarding licensing requirements for site-related permits for installation of manufactured buildings, you may contact us, your local building department or the Department of Business and Profession Regulations at (850) 487- 1395. Sincerely, Michael D.Ashworth Program Manager Manufactured Buildings Program Building Codes&-Standards Phone:. 850-922-6075 FAX:- 850-41.4-8436 cc:NDI 2555 SHUM:ARD OAK BOULEVARD • TALLAHASSEE, FLORIDA 3 :7 14-2 100 Phone:. 850.488.8466ISuncom 278.8466 FAX: 850.921.0781ISuncom 781 Internet address: httn:1fwww,dca.state.fi.us CRITICAL STATE CONCERN FIELD OFFICE COMMUNITY PLANHNG EMERGENCY MANAGEMENT NOUS! ELOPMENT 27SO Overseas Highway.Suns 212 .,555 Shumwd Oak SwWvard 2555 Shumard Oak BcuMvwd 2555 ,,....� �_.._.,-...v n '171*L7lM Taiiah� FL 17 acL?im Tanen.-. '92!2007 13:23 9042150910 LIGHTHOUSE SURVEYING PAGE 02 AOr.4P SHOKI VGWUNTARY SURVEY OF EET 1W SOU714 41.00 FOF LOT 1a TOGLI'a'1FR "IN4:NOKM 9.00 FEET OF LOT 11. BLOCK 1, ED SMITH SUBDIVI" AS RECORDED IN PIAT BOOK. 26. PAGE.50. OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, R.ORIDA. TH COMMUNITY FIRST CREW UNION }—"w= wA750N do OSBORNE ITLE SERVICES FIRST AMERICAN 7111.E INSURANCE COMPANY JORDAN STREETS, , w 49.5T (eo a NOWT of WAY) (MEASURED) S oomW E X--•–•X—�- 31 WW (MIIAMM)FTA8 it�oimai s oo't(PLAT) s Oati�� { :{;Y' p�►0 s dao"E ���'90r' E 31.50'(rtAn M.00' .. •:r:/I;• d' �� MA73 z Ike low 0 8 X N g pFp: r >- w l ~ t11 N O1v W W any t- U' wi m CL •f a A m Z ( y �If LOT 10 LOT 11 BLOCK 1 BLOCK 1 N onw N ooyvw w 1 oo' ollabor w Bead(rub M.W(PLAY) 0I►I) r T) 1D "10M N 04'14'Ow" W .52' or 9rAWW•Lr (MEAsuta� LOT 5 LOT 4 BLOCK 1 (� BLOCK 1 REVISION5 �� o�rJerworl JOB # 07-0572 DATE OF FIELD SURVEY: OB– O DATE OF ISSUE- 07-02-07 SCALE: 1 a+ 20 1.WAMM M ARE W= ON 7HE BEAFM OF ALOW THE NORTHMY OC MOARY LW OF SURAff F CITY OF ATLANTIC BEACH PERMIT . O-P 't'' BUILDING /ZONING DEPARTMENT APPLICATION # yr 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM RE.WIRED DEPT: r C N PLANNING Property Address: /� Z OKAY{Ih/ c� Z Y N BUILDING N PUBLIC WORKS Applicant: &Phe-l— 0 Y N PUBLIC UTILITIES �,/ Y N FIRE DEPT. Project: � �� /+'L��� Y N PUBLIC SAFETY APPROVAL w o REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z Y N D.E.P HUFSTETLER 0— < O Y N S.J.R.W.M. CARPER UJ Y N ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP R.tjqffMD BY: INITIAL: DATE: ❑ ® IST REV ® F�T D 67 PLANIN B G ® ® 2ND REV ❑ PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV ® ❑ Return this form to the Building Department once you have entered your comments into the paS400. ri' uy;Jrw BUILDING PERMIT APPLICATION CITY OF ATU\NTIC BEACH r 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 * Fax: 904( ) 247-5845 Job Address: �,Q 2.17 jo( S+fo:�_+ Permit Number: Legal Description vo Valuation of Work(Replacement Cost) ■ Class of Work(Circle one): New Addition Alteration Repair Move • Use of existing/proposed structures) Circle one): Commercial Residential ■ If an existing structure, is a fire sprier system installed?(Circle one): Yes No N/A • Is approval of homeowner's association or other private entity required?(Circle one): Yes No Describe in detail the type of work to be performed: ,n t' l � .31. 5 z C�. .Property Owner Information Name: SM 14, Address: k6 ZD __50rde4- S (` City State f Zip Z_3UPhone Z-qq, 645'S Contractor Informattion: Name of Company: Co Mf Off' Qualifying Agent: Address:— Wisp City Q State -1-1 Zip �,2 Z i 5✓ Office Phone Le )o 1 Job Site/Contact Number State Certification/Registration# Office Fax# Architect Name&Phone# Engineer's Name &Phone# Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be,performed to meet the standards of all laws regulating construction.an this jurisdiction, This permit becomes null and void if work is not commenced within six(6� months, or f construction or work is suspended or abandoned for a period of six (6) months at any time meter work is commenced. I understand that separate permits must be secured for Electrical IorPt, Plumbing,.Signs, ells,PoDls, Furnaces,boilers,Ieaters, 7'ani�is and Air Conslitiorners, etc. WADING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. rhereb certify that have read and examined this a lication and know the same to be true and correct. All rovisions oa laws and ordinances governing this type of work will be complied with whether specified herein or not. The grantin o permit u es not pr esulme to give authori;., to .violate or cancel the provisions of at y other federal, state, or local law regulating construction or the performance of construction. Signature of Property 0 er: Signatur o IRLEY L. G Sworn to and subscribed bef e InH� rlA Sworn t F 'di rind' to d F this,Day of °` Notary Public of,te of Florida this mmIssion Exp res Fet� a."y, lmmisslont+air,s Feb 14,2010 C,minr,«ioa' . DLI 518533 9onded By National Npt Notary Public: "'" s, "+�'r% �'r,as-y Assn Notary Public: REVISED 03.05.07 STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS "Dedicated to making Florida a better place to call home" JEB BUSH STEVEN M. SEIBERT Governor Secretary MEMORANDUM TO: Building Officials, Manufacturers and Agencies FROM: Ila Jones,Department of Community Affairs ' ►�►� RE: Requirement for Raised Seals for Manufactured Buildings/Sheds DATE: March 15, 2002 The Florida Building Code does not require original signed and sealed plans be submitted to the local building department to obtain a permit for installation or erection of a closed structure manufactured in a manufacturing facility. The insignia issued by the State verifies the plans have been reviewed and the buildings inspected for compliance by the State and determined to comply with applicable codes. The State of Florida maintains a set of sealed plans reviewed and approved by a Florida licensed Modular Plans Reviewer and inspection reports conducted at the manufacturing facility by Florida licensed Modular Inspectors. The manufacturer should supply a copy of the approved plans with the permit application. You may also review the approved plans by accessing the Florida Building Code Information System website at(www.floridabuilding.org), Manufactured Building Program. Site-related installation requirements (foundation, etc.) are specifically and entirely reserved to the local authority. If you need additional information,please do not hesitate to contact me at 850-922-6091 or e-mail: ila.jonesna,dca.state.fl.us 2555 SHUMARD OAK BOULEVARD • TALLAHASSEE, FLORIDA 32399-2100 Phone: 850.488.8466/Suncom 278.8466 FAX: 850.921 .0781/Suncom 291.0781 Internet address: htip://www.dca.state.fl.us CRITICAL STATE CONCERN FIELD OFFICE COMMUNITY PUNNING EMERGENCY MANAGEMENT HOUSING S COMMUNITY DEVELOPMENT 2796 Overseas Highway.Suile 212 2555 Shumard Oak Boulevard 2555 Shumard Oak Boulevard 255'i.SP:.: Oak Boulevard ,Maratr-on,FL 33050.2227 Tallahassee,FL 32399.2100 Tallahassee,FL 32399-2100 32399-2100 '9212697 13:23 9042159910 LIGHTHOUSE SURVEYING PAGE 02 APAP SH007AG ROUN-DART SURV" OF 7HE SOUTH 41.00 FEET OF LOT 10. TOWTM VATH TK NORM 11.06 FEET OF AAT 11. BLOCK 1. ED SMYfH SUW AsM AS RECOIL M IN PLAT BOOK 26. PACE 50. OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA. C�t#Z'771AU M. c TM UNITY MRST C�MIT UNmq WATSON k OS13ORNE TIM SMACES RBST AMERICAN 1111.9 INSURANCE COMPANY JORDAN STREET (M& MW OF WO S 00'03`44" W 49.8Y (MEMRED) ow"MW� (MiAst�D)�11o°aBnila�Trali� s cb s'oo• t tr ton t , •- . t TI �1.aa(fu0 {:•r' :r >f8 Orlow (RAI) -.2411�Y) z b Z I 9 - w J e z I� a My of 19 `� Montle Beach LOT 10 and"" De"Aft it BLOCK 1 varMNBLOCK iiapNlinaa with applicable h oo�sroo"w N ppTypy division an0 othK i oat land 3LW(RAI) ".CW OP ATS O wl.U.Uta lanca appi !1p°st° a`a0N N 0011'03" W 'ba wrMad bbyy NN�� �Ce (MEA !leach tdM!prity of Atlantic lOt M Mw iswanoa al a LOT 5 1 Pafi BLOCK 1 1 LQC� -""� mac... r DAW Mum JOB 07-0572 DATE OF MD SURVEY: 06-29-07 JDAM OF 15'51)!:: 07-02-07 SCALE: 1 ,. ZO 11. WJ4RMW ARE 9ASM OM THE PLAY B AMA OF K AL'4=E MM 4E NCRTlin1.Y BOtSOAR1'LM OF&saw PANZL ,w:.waeulA tlaYfSB1Q fM Y.-3LlC ftWMfr ft i Ah BAJ t.191UN d AAM 'ffrR Y l� (� Iq-q . CITY OF ATLANTIC BEACH PERMIT . BUILDING /ZONING DEPARTMENT APPLICATION# J 800 Seminole Road Atlantic Beach,Florida 32233 a ,., (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REQQRED DEPT: Z PLANNING Property Address: 2- 0J�6&1,4W � N BUILDING PY N PUBLIC WORKS Applicant: P)t C.1 0NPUBLIC UTILITIES NALAwfto) N FIRE DEPT. Project: Y N PUBLIC SAFETY w APPROVAL �j o REQU AGENCY: RECEIVED BY: INITIAL: DATE: Ly N D.E.P HUFSTETLER N SAR.W.M. CARPER Y N ARMY CORPS of ENG CARPER E- O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA j AP REVIEWED BY: IN! DA : ® ® 1ST REV dk s PLANNING ® 2ND REV F0 UILDING psi � � �i,,,Q (� PUBLICWORKS �Z (-JI�Y� P O T -S� PUBLIC UTILITIES l FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this form to the Building Department once you have entered your comments into the AS400. BUILDING PERMIT APPLICATION d � r' CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 Office:(904)247-5826 • Fax:(904)247-5845 Job Address: ZOb7 r Permit Number: Legal Description Valuation of Work(Replacement Cost)$ f,5cc0l7 ■ Class of Work((Circle one): a Addition Alteration Repair ■ Use of existing/proposed stn! s) Circle ome): Commercial �sideiiIf an existing structure,is a fires er system installed?(Circle one)• Y / T3 a�nxn� I ff Nj-.meuml.r's association or on,er privatir enfitSj'required?(Circle one): Ye%s , a YY' Describe in detail the type of work to be performed: ft3iQ..k -- , Property Owner Information Name: SM\ , Address: k LP ZD jbrctc, s City state-4-1 Zip 32Z33 Phone G Contractor Information: Name of Company: C0 Mbl+ Qualifying Agent: Address: 0 City J 1 Stat Zip 3Z7- 19 Office Phone 4 161Job Sit/Contact Number State Certification/R.egistratim-# —Office Fax# Architect Name&Phone# Engineer's Name&Phone# Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performedto meet the standards of all laws regulating construction m this jurisdiction This permit becomes mill and void i work is not commenced within six(t5) Inonths, or f construction or work is suspended or abandoned far a period of six_f6) months at arty time meter work is commenced I understand'that separate,�`jj ermits must be secured for Electrical orlt;Plumbing,Signs, Wells,Pools, Furnaces,Boilers,Seaters, Tanks andtJiir Conditioners, etc WARNING TO OWNER:YOUR FAILURE TO RECORD A NOTICE OF COMIVENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR HylPROVEMENTS TO YOUR. PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. rhereb certify that I have read and examined this application and know the same to be true and correct. All provisions o laws and ordinances govemin this type of work will be complied with whether specified herein ar not. The wanting o{a pe; does not presume to give outhorny to violate ar cancel the pravisioris of arty other federal, state, or local law regulating construction or the performance of construction. Signature of Propertyer. Signa o .,.*.t .<s,.a �•�O`irRrot.'s�., SHIRLEYL GRA�{AI, .�., N �. Sworn to and subscribed be �rfr' sHiRLE t�t..URAMM Sworn t-rte at f this_ Day ofNotary Public-a't:>te of Florida this lon Exp res F& : rAy i ammission EY as Feb 14,2010 Umm-ior. a DO 518533 Bonded 8v Nat,,), Not, Notary Public: "'" 17orc-a 8a "tamij Notary Assn. Notary Public: REVISED 03.05.07 '92!2007 13:23 9042150910 LIGHTHOUSE SURVEYING PAGE 02 APAP SH0KINO 430U1VTARY SURVffY OF THE SOUTH 41.00 FEET OF LCT 106 tt'arrHM 1NTH IW MaRTH 9.00 FEET OF LOT 11, BLOCK 1. ED SMITH SUBdVlmw AS R.CORDED IN PLAT BOOK.26. PAGE,50. OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLOMA. Crfirlplito ro.. TH COMMUNITY sT CREDIT UNION WATSON do OSBORNE TITLE SERVICES FIRST AMERICAN TITLE INSURANCE COMPANY JORDAN STREET , w �ggr (eaa Moan of WAY) (MEASURED) S Ob"15'00' E t t' S 0o I 5 Od OUT) '.Ja W Q"T) 44.00' I�•%'r�r Pu�I '15'Ob'E S '�'OOr E ( 7MW (PUCQ 240.43' OPW) S.t+ r . 09 Z b "p 1'J.4' W L^ 0 mg g r; QJ W w J� WSi � W !., OJm !rf a Tu IL i` l Q a nx LOT 10 LOT 11 BLOQ( 1 �� BLOCK 1 N otmw " w N o0`tvw w � ! '�' Irw w MW (MAI) M.tw MAT) ORAT)ILI kr +' 1D "10N N 00'11'03" W .b2' srAwdm ti (MEA5UM LOT 5 LOT 4 BLOCK 1 BLOCK 1 REVISIONS fly= an DAIS o�der>ta+ JOB # 07—Q572. DATE OF FIELD SURVEY: 00-28-0DATE OF ISSUE: 07-82-07 SCALE: 1" 2Q jym 9EAMM M1E BASED ON 'RIE �►T WARM OF N N-VW- E ALONG 1HE /_w NORTI�ILY BOtJ�ARY LME CF PAROL _••�........e.+rer�e,"v ilw cAP11=LANDB':UE 0191pOO A9 AOL STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS "Dedicated to making Florida a better place to call home" JEB BUSH THADDEUS L.COHEN,AIA Governor Secretary Certification Number: MAF-1367 Manufacturer. Superior Sheds,Inc.- OC Address: 2323 S.Volusia Avenue Orange City,FL 32763 Expiration: November 09,2007 Certified for Manufacturing: Storage Sheds This will confirm that Superior Sheds,Inc.-OC is certified to manufacture manufactured(modular)buildings, as defined by Rule Chapter 9B-1,FAC, and Chapter 553,Part I, FS, for location or sale in the State of Florida. The condition of this certification is limited to authorization specified in the above references._ Each building shall bear a State Insignia located on the electrical panel box cover. This certification renewal shall be for a period of three years, as indicated above. The manufacturer will receive a renewal notice by E-mail, generated by the Building Code Information System(BCIS) 90 days prior to expiration of this notice. The manufacturer must submit the information required in s. 553.381 F.S. and Rule Chapter 9B-1.007 FAC online at www.floridabuilding.org. If you have questions regarding licensing requirements for site-related permits for installation of manufactured buildings, you may contact us, your local building department or the Department of Business and Profession Regulations at (850) 487- 1395. f Sincerely, Michael D.Ashworth Program Manager Manufactured Buildings Program Building Codes&Standards Phone: 850-922-6075 FAX:- 850-414-8436 cc:NDI 2555 SHUMARD OAK BOULEVARD - TALLAHASSEE, FLORIDA 3 : 3-2 100 Rhone: 850.488.8466/Suncom 278.8466 FAX: 850.921.0781/Suncom '81 Internet address: htto://www.dca,state.fi.us CRrnCAL STATE CONCERN FIELD OFFICE commumnY PLANNING EMERGENCY MANAGEMENT HODS!, ELOPMENT 27%Ovaraaoa Highway,Suds 212 2555 Shumard Oak Bwwmd 2555 wwrmwd Oak Swiward 2555.£ Mmw mn,FL 33050-2227 Taganassee.FL 323432100 Tmlahassas.FL 323932100 Tad6:. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000716 Date 5/29/08 Property Address . . . . . . 1620 JORDAN ST Application type description WELL PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc INSTALL WELL ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SMITH R.J. WELLS 1078 NESTING SWALLOW ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32235 (904) 221-7988 ---------------------------------------------------------------------------- Permit . . . . . . WELL PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/25/08 ---------------------------------------------------------------------------- Special Notes and Comments A reduced pressure zone backflow preventer must be installed on the City water service if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. t City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 -� Phone(904)247-5826 • Fax(904)247-5845 • E-mail: building-dept@coab.us City web-site: hftp://www.coab.us Date routed: 11 1 APPLICATION REVIEW AND TRACKING FORM Property Address: (� (J���(G,C!/ Department review required Yes No Building R` D��� Planning &Zoning Applicant: L[J7 Public Works ,PUbIic,Utilities ... Project: , l r' Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING PUBLIC WORKS Reviewed by Date: 2;) PUBLIC UTILITIES Second Review: Approved as revised. @Denied. PUBLIC SAFETY Comments: FIRE SERVICES Reviewed by: Date: Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: DID CITY OF ATLANTIC BEACH WELL PERNUT APPLICATION Date Owner's Name:kjm, , (--5kn`` * Address: 42 Well Address(if different than above): t� /►'1� - /�} ✓� Well Location on Property(i.e. northeast corner, etc.) Well Installation Contractor: Contractor License No.: Phone-.!�r�5 `oFAX: . Contractor Address: �� ��S7i��� u: c� - � Check Use of Well: Domestic IrrigationOther Estimated-Well Depth#YSJ� Casing Depthd� Screen Interval fro tc i Well Diameter: Casing Material _ Is address currently connected to the City water system? Is address currently connected to the City sewer system? Has a Well Permit been obtained from the City of Jacksonville? Permit# Does the well require a permit from the St. Johns River Water Management District? (Not required for wells under 2-inches diameter installed by resident or wells under 6- inches diameter if installed by licensed well contractor). If permit is required,note Permit Number, _ and attach a copy. NOTE: WHENA WELL IS INSTALLED ON YOUR PROPERTY, YOUMUST INSTALL A RED UCED PRESSURE ZONE TYPE BACKFLOW PRE VENTER ON THE CITY WATER SERVICE, ON THE CUSTOMER'S SIDE OF THE METER. THE BACKFLOW PREVENTER MUST BE TESTED B Y A CERTIFIED TESTER AND A COPY OF THE RESULTS SENT TO THE PUBLIC UTILITIES DEPARTMENT. PERTY DESCRIPTION &'a4" # Block, # Section # .bdivision ', m� L � 1„ 1 2000 Street Name OCXi' DESCRIPTION -0F WORD or Address: � 4 Of Atlantic Beach (If 6Zn a FLOOD HAZARD UuNdl;lp Cl OC11f1 F1ood' Zone: _area complete page 3) Brief Description Class of Work: (New/ Remodel/Addition: ZONING INFORMATION Type of Construction: Zoning ,� Proposed District: � ::y Use: -t0La(-(-,&t Estimated Value $ 1 / 4 Exceptions or Variances Materials: Granted. Solid or Filled Ground: ' -1-1- _Ro Method of Heating: Q OWNER INFORMATION Property Owner: Phone:� - f Mailin Address Zip: - c CONTRACTOR INFORMATION Contractor: Phone: 2- Z-- Mailing Ad=: Zip: Expiration STATE LICENSE NO: Date: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN O ZSL E PROVIDED AS REQUIRED. Owner Signature 17 -j 4 � DATE � � �Z) Contractor.Signature DATE SWORN O AND S BSCRIBED BEFORE ME BY C/209 tc- ByjM f-4'eT THIS ZG DAY OF � . �. i NOTARY PUB I C r. H—AY•,irr'-'0 BAUL St ''E PLAN �S 1 E s' O io o gill Ci y of Atlantic Beach uilding and Zoning �QI CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX 247-5877 777 -77-7777 ; ►I~W'INI 1A1 Address: 1620 JORDAN STREET Permit Number: 23511 ATLANTIC BEACH, FL 32233 Permit Type: FENCE Township: Range: Book: 26 Class of Work: NEW Lot(s):S41' 10&/1 Block: 1 Section: Proposed Use: SINGLE FAMILY Subdivision: Square Feet: parcel Number: -------- Est. Value: Improv. Cost: 800.00 Name: BEACHES HABITAT Date Issued: 2/21/2002 Address: P. O. BOX 50939 Total Fees: 10.00 JACKSONVILLE BEACH, FL 32240 Amount Paid: 10.00 Date Paid: 2/21/2002 Phone: (904)241-1222 Work Desc: ERECT FENCE NO HIGH -77 ASNS , p � 0 ,PROPERTY OWNER Rw 4A sk b t y t ' _ ' • ... i'�^i ;ii5. � «,r. Vit, 5" a. CTION I NOTICE ELIC SPACE,AND BUILDING MATERIAL{ t�BISH� �. MUST BE CLEARED.U . tiAY BY EITHER O TI2AC_TOIR OR O "FAILURE TO COMPL. T (3N Ltd . T IN THE i� PROPERTY OWNER PA } IT AND SUBJECT TO REVOCATION ISSUED ACCORDING TO APPROVE FOR VIOLATION OF APPLICABLE PROM Oper: DSMITH Type: OC Drayer: 1 Date: 3/14/82'81 Receipt w: 41715 14 PERMITS-DUILDING 1 118.88 Trans sober: 745MI AT IC BEA H B ILDIN CK DECKS 371 118.88 J Trans date: 3/14/82 Time: 15:15:88 RECEIVED FEB 1 5 2(1u City of Atlantic Beach CITY OF ATLANTIC BEACH Building and Z,00ing �// APPLICATION FOR FENCE PERMIT Owners +s ra n Kq, HOC( ', -4-) Phone Address J()fZIQ4 k3,)D33 Lot _Block and/or Unit# Subdivision _ C;� r Contractor if Different From Owner_/)f I>fill -�r - Valuation of Fence $—k6-0 6Q ,—OD Corner or Interior Lot Type of Construction Attach Survey Showing location and height of fence as well as location of street(s). Owners Signature "2 Contractors Signature CITY OF 800 3mvL'u rQLZ ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(9041247-68(10 F4.Y(904)247-5805 SUJNWA 852-5800 CHAPTER 489, FLORIDA STATUTES, PART I 'CONSTRUCTION CONTRACTING' REQUIRES OWNERVBUILDCR To ACKNOWI21DGC THE LAW: DISCLOSURE STATEMENT POR SEcnom 489. 103(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY UCENSFD CON'TR,*cTcRS. YOU HAVE APPIED FOR A PERMIT UNDER AN E:CEMPTION TO THAT LAW. THE EYEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU CO NOT HAVE A UCENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE - OR TWO FAMILY RESIDENCE" OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR - IMPRO`/E A COMMERCIAL_9U1L07NG AT A COST OP $Z5,000.00 OR LESS. THE DUILDING MUST Be FOR YOUR USE AND OCCUPANCY, IT MAY mar BE BUILT FOR SALE.* OR LEASE. IF YOU SELL OR L.LASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPta=. THE LAW WILL PRESUME THAT YOU BUILT IT FOR SAL—a OR LEASE. WHICH IS IN VIOLATON OF THm EXEMPTION. YOU MAY NOT HIRE AN UNUCCNSED PCRSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. tT IS YOUR RESPONSI8IUTY TO MAKE SURE THAT PCOPLC EMPLOYED BY YOU HAVE LIC€.NSt.S REOUIRED BY STAT£ LAW AND BY COUNTf OR MUNICIPAL UCM SING ORDINANCES. ORMNANCZ3 ALSO At r QW AN OWNER TO IMPROVE TTICIR 4WIY PROPERTY WHEN 17 LS FOR PERSONAL OR FAMILY USE. AND LU2EWISE F;b--pUIRE ALL WORK (EXCEPT MAJH7W-NANCE UNDER $2,000) BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. 71-+E ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES; OR MAY MIRE UNUCCNSED 'WORKERS PROVIOWD SUCH WORKERS BE UNDER DIRECT SUPERVISION OF THL OWNER, WHO MUST SE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNUCCNSED TRADES P£OPLI:. -nits DOL•5 NOT ALLOW USE OF UNUCCNSED CONTRACTORS. SINCE OWNERS MAY HE L1AeLE FOR INJURIES TO WORKERS THEY MIRE. THE BUILDING DEPARTM04T SUGGESTS WORKER'S COMPENSATION INSURANCE BL: PURCHASED UNOERL THE HOMEOWNERS INSURANCE POLICY CLEARLY PROTECTS THE OWNER. OWNERS HIRING WORKERS BECOME E:MPL.OYrgs AND 3H9ULD Aiso OBSERVE IRS WITHHOLDING TAX ANDI00 FORM 1 099 REQUIRCMLNTS ON THE MIQRKERS THEY EMPLOY ON THEIR IMPRtOVEMENT TAAOES. UNuCENSED CONTRACTORS CANNOT HE E?1PLOYED UNOL'R AMY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,CC0 PQ TY UNDER FLORIDA :STATWTE No, 455-ZZ9(f). AN 'OCCUP+ITTOMAL L1C1 NSB: IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALL.7 SEE TMC COUNTY "CERTIFICATE OF COMPCTENCYl OR THE FLORIDA 'CONTRAcToRS CERTIFICATE' TO ASGERTAITi IF A PERSON IS A UCCNSED comTRAcTOR. TELEPttONE THC BUILDING OCPAR.TMCNT (247' $82®1 IF IN DOUCT. 1 HCRC9Y ACIWOWLEDGGL THAT I HAVC READ THE A>30VE DISCLOSURE STATEMENT.AND THAT I COMPLY WITH ALL THC REQUIREMENTS FOR THC ISSUANCE OF AN OWNER'BUIUJER PERIMIT. GEORGIA A HORN 1 y, r MY COMMISSION#DD 030526 PRO £RTY OWNER/BUILDER EXPIRES.,Tune 3,2005 Bonded Thru Notary Qblic Underwriters !� ( �� -7 ADDRESS n l b q() j orc�rl S� caG ADDRESS TELEPHONE DD�- SWORN TO AND SUBSCRIBED BEFORE ME TH" � +� DAY OF 3As NOTA PUBI.4t2 ^ NOTE. PHRAsES uNDERuMED AEOvE MY C )MISSION EXPIRES: J CJV ARE EMPHASIZED BY THE BUILDING flr n�vTtia'l�T . MAP SHOVING BOUNDARY SURVEY OF., THE SOUTH 41.00 FEET OF LOT 10, TOGETHER WITH THE NORTH 9.00 FEET OF LOT 11, BLOCK 1, ED SMITH SUBDIVISION, AS RECORDED IN PLAT BOOK 26, PAGE 50 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. Lor LOT 6 LOT '5 LOT 9 LOT 5 /Do.OD LOT/0 1 � Potion Df Lo//O Nof Included oh a � In Tn,s sur vey /v-890-;"00"E. /00.00 f •o 'v O uj Ave srokY via YL �Islo lfs RESIDEAICE LOT 5. br %-,QW9tR/6 s0 F/Allf940 L O r_4 fU09 Et EVAT/oN IS SD :'DR%vE >. ,r LOT ,5 Y Lora f>.1 >,:: OV v LOT 4 8 LOT 11 q, uKc�c Q a A ,. 5. 0°36 0011w. 0000''/ . � ° P� o^ y b I This Pori4oO Of•Gof // Nora A luded .� Q /n This '6u'r✓cyri ..v Lor 4 Q LOT 3 0 LOT l! I--LOT 4 V LOT!/2l LOT 3 , tZ �1: aw r+t ' V-010ft eqmii noa r�lr r san 'p, subdlvbion ow eow i1w, Wit r+spul Awa,bat doss ow L OT t st►Pro for" of pst11N 6 wnA Fbs Cods and sN eMa- 4 NOTES: __ LOT / 1, $ and Fod*M pses�NYMp vetiN+�d t►Y won M the to r 01 i BEARINGS ARE BASED ON THE WEST R1GHT-OF-WAY LINtE uifh� t?NfafU M i Or JORDAN STREET AS BEING S.00'15100'E 9Y,-1--A7BUD&O P*nvft ,� OT / 1 NO BUILDING RESTRICTION LINE SHOWN, BUT THERE MAY 'D D ' BE RESTRICTION LINES OR EASEMENTS THAT AFFECT THIS DOW PROPERTY BY ZONING OR RECORDED/N THE PUBLIC RECORDS OF THIS COUNTY THAT ARE NOT SHOWN ON THIS SURVEY. CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 1620 JORDAN STREET Owner: BEACHES HABITAT ATLANTIC BEACH, FL 32233 P. O. BOX 50939 JACKSONVILLE BEACH, FL 32240 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 19986 Date: 8/30/2001 LP-_�tj� DON C. FO D, C.a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 1620 JORDAN STREET Owner: BEACHES HABITAT ATLANTIC BEACH, FL 32233 P. O. BOX 50939 JACKSONVILLE BEACH, FL 32240 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 19986 Date: 8/30/2001 }f DON C. FOR , C.B.U. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 1620 JORDAN STREET Owner: BEACHES HABITAT ATLANTIC BEACH, FL 32233 P. O. BOX 50939 JACKSONVILLE BEACH, FL 32240 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 19986 Date: 8/30/2001 DON C. FO D, C. . Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 1620 JORDAN STREET Owner: BEACHES HABITAT ATLANTIC BEACH, FL 32233 P. O. BOX 50939 JACKSONVILLE BEACH, FL 32240 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 19986 Date: 8/30/2001 —tN DON C. FOIC.B.O. Post in a conspicuous space i- CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 P.ERMT INEORMATIOIV LOCATION=IPIFORM1skTIONs. Permit Number: 19697 Address: 1620 JORDAN STREET Permit Type: TREE REMOVAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: { Square Feet: Subdivision: Est. Value: 1 Parcel Number: Improv. Cost: QWNER INFQRNtTrOl± "= Date Issued: 3/08/2000 Name: BEACHES HABITAT Total Fees: Address: P. O. BOX 50939 Amount Paid: JACKSONVILLE BEACH, FL 32240 Date Paid: Phone: (904)241-1222 Work Desc: REMOVE TREES PER PLANS COIIk r TTA EEE PROPERTY OWNER I 1 FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. �l ATLANTIC BEACH BUILDING DEFT. CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be received by 5 PILI on the Monday prior to the scheduled meeting in order to be placed on the agenda. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. ,�G7cX '�ro X39 Z W—/Z—Z E_ 1. APPLICANT NAME ADDRESS TELEPHONE 2. ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: �� C>��� ��, J. Zz_„ 4. HAS THIS SITE BEEN TOT TREE BOARD BEFORE? ❑ YES ENO ❑ NOT SURE v V,0 H 5. PROPERTY ZONING: RESIDENTIAL ❑ COpg 6. LIST TREES PROPOSED FOR REMOVAL: � � NG dQ� RIOR OR SP—E�CIES DIAMETER * EXTERIOR ZONE** * Diameter at Breast Height(D.B.H.) is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.1416. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. ** See attached diagram for determination of interior and exterior zones. 7. SITE PLAN/TREE SURVEY indicating: a) Changes of topographic features such as hills and low areas affecting trees. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height (DBH) of six inches or more. d) Tree species and sizes in DBH. e) Trees to be removed should be clearly marked with an"X". fl Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle "(D". h) Location of utilities and easements as applicable. i) Location of trees to be preserved on-site with barricading indicated. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging,paint or tape. C) The front property corners must be marked by stakes or paint indicating the Lot Number or Address. 9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE H, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. Applic is Signature Date Owner's Signature Date CITY USE ONLY: Tree Conservation Board Chairperson Date 3RD O J 4 S a 3 / f f�f j CITY OF ATLANTIC BEACH I MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 2475826-FAX: 247-5877 ± PERMIT 1NEORMATi N 1. '1"ION 1Nf RlVI` Ti Permit Number: 21620 Address: 1620 JORDAN STREET Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 26 Proposed Use: SINGLE FAMILY Lot(s):S41' 108/1 Block: 1 Section: Square Feet: Subdivision: { Est. Value: Parcel Number: I Improv. Cost: _ OWNER 11r1R1111AfON Date Issued: 3/16/2001 Name: BEACHES HABITAT Total Fees: 43.00 Address: P. O. BOX 50939 Amount Paid: 43.00 JACKSONVILLE BEACH, FL 32240 Date Paid: 3116/2001 Phone:(904)241-1222 Work Desc: HVAC _ i CONTRACTtJRIS), APPt,ICATION FEES OCEAN STATE HEAT&AIR 4 PERMIT 43.00 1 i I j I I ttt; ec tarc t�r4 Requlr ROUGH MECHANICAL FINAL I 1 NOTICE- INSPECTIONS MUST BE REQUESTED AT-LEAST 24 HOURS PRIOR TO INSPECTION I BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"' ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i ATLANTIC BEACH BUILDING DEPT. D $ 3/16/ti 81 Receipt: 68 ii�51 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC B[ACH.FLORIDA 31133 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT—Applicant to complete all items in sections 1, Ii, 111, and IV. I. �CJ j J ' LOCATION Street Address: vy" L✓ ' OF Interaeaing Sheets: Bowen And ! BUILDING Sub.dtvlt(on II. IDENTIFICATION —To be completed by all applicants. (a consideration of permit given for doing the work at described In the above slosment we hereby agree to perform aid work in accordance with the attach►d plant and specifications which ere a part hereof sod in accordance with the City of Jacksonville ordinances and standardt of good.prectice listed therein. Nene of Mechanical / Contractees / • Contractor IFrlet) r-e /,/,/a C Mesfar CAC e'(q �/ u Name of "`...,•-.. ...__........ property 0g, ` Slgnaturo of OVos Signafun of a Aufh en •--� Architect or Engineer A. Ty of hosting feelt B. IS OTHER CONSTRUCTION BEING DONE 0 ❑, THIS BUILDING OR SITE? .p ❑ Ges�—❑ ❑ Nehs 1 ❑ Castrol Utility T IF YES, GIVE HUMS"OF C�OVTRUCTION 13 09 PERMITC�[j�t1 � ❑ Other•—Specify IV. fME04ANM.AL MUIPUMT TO as INSTAUAD NEAT/URE OF WORK (yFroende complete list of comp, ft ae bad of MIs ) l�l //R''esidential or ❑ Commercial ty at ❑ Spea ❑ Kacwaad �l O Roar q/NeW Building Air stdrNessingt ❑ Ream Lig 8• " ❑ Existing Building IQ d SysMml MateriaL.�,/TAl acus ❑ Replacement of existing system tfi�� Madmwn capacity ra o 0 edss, GY"New Installation(No system previously Installed) ❑ Extension or add-on to existing system ❑ RefeigeroKen ❑ Other—Specify Q Cooling fawn. Capacity g p+s ❑ First aprinkfanl Nu thor of hstad� ❑ fle afer 13Man ift 13Etalatee (number) THIS SPACE 0011.OppICS USi ONLY ❑.QatallM pumps_. _ _ Inumbw) (Raealvei) C.•Tank (nunsber) Ramasis ❑ U`Q vrsMinara (nemb«) ❑ Usfired preuun vewo a Formik Approved by 13 kilosDeist ❑ OMw—Sp.elfy Permit Fee LIST ALL EQUIPMENT AIR CONDmOMNG AND REPRIGZRATIO14 EQU"RiT KbeaiY dsosa� Ntm Il er'Jute Da"Past Yodel Nnatbw xanutaetu rer ( is o. 7 ✓ i.— a t �r J HSATING•FURNACES,BOILERS, FIREFI.ACES C�=ty NtmtMrOatL Deneripuces Number Wastutaotutur (>#TtJ) TANKS Now Many Nammtd Ciapeetty TY"Lttin)d Name of Serial Appral'in, sad Dlmasdom Contatsted Yaatetaeto— No. BUILDING, PLANNINGAND ZONING INSPECTIONDEPARTNENT CITY OFATLANTIC BEACH, FLORIDA CERTIFIC4 TE OF OCCUPANCY WORKSHEET Date Requested: 30' 0 1 Building Contractor: ZB-az�� Building Permit Number : 1 9?R4 Address : Ilo20 .7o2D,4N �ega1 Descri poor.: /v .Com' /0 Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as / ee-j a m Lowest Floor Elevation : IF /,�• � required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY F--ire Public Works �-�C'D B•uildinq FLOODPLAIN DEVELOPMENT INFORMATION Location:: i Type of Development: Flood Zone: Y Required Lowest Floor Elevation: {� If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. - y No final inspection will be made and no certificate of occupancy will be issue until the survey is on file with the Building Department. CONEMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the propose el Date r/(krt Applicant's Signature Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department 1A Building Department epresent $p0 SEMI O_09,DAD223g'S445 ri ,,C BEAC E(944)24 t_5800 0V /�� ATGA TBLEYxO(9(j41141-51605 SjNCOM 852 5$00 r 130 -1.1 Irfloln CITY OF 4&a4dlC BweA- Office of Building 0 T9wr rojed'. REQUEST FOR INSPECTION �y (y app `r Permit No. `� `j e. Time A.M. Received Job A dress 4e��O er'sNam Contractor BUILDING CONCRETE ELECTRICALFraming ❑ Footing ❑ Rough Wiring Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating i Insulation El LlFinal ❑ Sewer Fire Place ❑ �'"�— re Fab READY FOR INSPECTION M. Mon. ('Tues.' Wed. Thurs. Friday P. A.M. Inspection Made PM. Inspector Final inspection ❑ Certificate of Occupancy El � Date -5W41 Cere�y call me at 904-24-7 Sin please G pEpp.RT�ENT �-� B�`GH Bur;�p1N A.�. t4 1C MAP SHD VI NG BDUNDAR Y SURVEY DE: THE SOUTH 41.00 FEET OF LOT 10, TOGETHER WITH THE NORTH 9.00 FEET OF LOT 11, BLOCK 1, ED SMITH SUBDIVISION, AS RECORDED IN PLAT BOOK 26, PAGE 50 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. LOT LOT 6 LOT -5 LOT 9 LOT 5 LOT/0 a ° I o� b rhia Port1,;7 Of Lol/O Nof Included e I" In rhis Survey M ` �%3 N 89°,3(e'OD"E. /00.00 1 'p V Z W cOYERfO PORCH ? t 6. `� $ �/"w rc �� WXvNE sroQr a � LOT 5 t 0•f/N/INED L0Z"x_ 4� Lor/a fL00R ELEVArroN/sso Z. LOT 4 °DR%VE:: > o LOT 5 r M [n v B Lor// .� esmexcri j4L6 --,42%+tE.4.}::J-R C� v' A h S. 80036'00"W. /00.00' a g v This Porion Of Cot// Nol Included In This Survey V 4 LOT 4 4 ro LOT 3 LOTH L--LOT k/ LOT/2 ( LOT 3 w ' CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 w� .;PERMtT tNFOR ATICIN� k .& Lo►CATtON TN .O MMON O r Permit Number: 20684 Address: 1620 JORDAN STREET Permit Type: FOUNDATION ONLY I ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 26 Proposed Use: SINGLE FAMILY Lot(s):S41' 10&/1 Block: 1 Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: , .. . .{.. ,. OWNER iNF4RMATIi3N ..... . Date Issued: 9/26/2000 Name: BEACHES HABITAT Total Fees: Address: P. O. BOX 50939 Amount Paid: JACKSONVILLE BEACH, FL 32240 Date Paid: Phone: (904)241-1222 Work Desc: FOUNDATION PERMIT FOR NEW HABITAT HOME .,, . ',_ =CONT TORS PROPERTY OWNER 1 9h-r1ns ections'Re" treat TREE BARRICADES FOOTING SLAB NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. �' �. ATLANTIC BEAC BUILDING DEPT. j CITY OF ATLANTIC BEACH ^^ T j DEPARTMENT OF BUILDING j 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-SEL. 247-5826-FAX: 247-5877 PERMIT INFORMATION __ LOCATIN INFORMATION Permit Number: 19986 - f Address: 1620 -JORDANSTREET ! Permit Type: BUILDING i ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 26 Proposed Use: SINGLE FAMILY Lot(s):S41' 10&/1 Block: 1 Section: Square Feet: { Subdivision: Est.Value: _ Parcel Number: _ _ Improv. Cost: 47,754.00 OWNER INFORMATION Date Issued: 5/02/2000 j Name: BEACHES HAB(TAT� Total Fees: 2,055.66 { Address: P. O. BOX 50939 Amount Paid: 2,055.66 f JACKSONVILLE BEACH, FL 32240 _Date_ Paid: 5/02/2000 i Phone: (904)241-1222 - Work Desc: CONSTRUCT NEW HOME PER PLANS HSF 1066 CONTRAGTOR(S� __APPLICATION FEES___ PROPERTY OWNER WATER IMPACT FEE 350.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 85.00 f RADON GAS-H.R.S. 5.06 RADON CAB 5% 0.27 i CAPITAL IMPROVE. 325.00 1 CROSS CONNECTION 35.00 CONST.SURCHARGE 4.80 SCHARGE/ATL.BCH. 0.53 I � i Inspections Required FOOTING SLAB COVER UP FRAMING $FINAL ELECTRIC CERTIFtOCCUPANCY INSULATION NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST N MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR C "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAI city of Atiantic Reach OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" R E P R I N T *** CUSTOMER RECEIPT ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS F OPER: SHAWRA OC DRAWER: 1 FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. DATE: 10/24/00 01 RECEIPT: 0086383 — _- DESCRIPTION QTY .AIiOUNT TP TM! WATER CONNECT.CH 1 350.00 *54 CK SEWER CONNECTION 1 $ 50.80 *53 CK WATER METERS-A-B 1 85.00 *80 CK RADON GAS 1 35.86 *71 CK FEES-RADON GAS 5 1 $.27 *78 CK WATER CAPITAL IMI 1 $325.00 *57 CK BACKFLOW PREVENT 1 $35.80 *56 CK RADON GAS-OTHER 1 $4.60 *72 CK FEES-RADON GAS 5 1 $.53 *78 Gf, _-_ —._ AT NTIC BEACH B 1LDI EPT. TENDER DETAIL CK 1020 $2055,66 DATE.: 10/24/00 TIME: 15:03:06 TOTAL CHECKS 32055.66 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 `v ��!• r @@ PLUMBING PERMIT y�� },.,�, ` £ _ Permit Number: 20884 Address: 1640 JORDAN STREET Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 26 Proposed Use: SINGLE FAMILY Lot(s):N38.50' 10 Block: 1 Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: Date Issued: 10/31/2000 Name: BEACHES HABITAT Total Fees: 46.50 Address: P. O. BOX 50939 Amount Paid: 46.50 JACKSONVILLE BEACH, FL 32240 Date Paid: 10/31/2000 Phone: (904)241-1222 Work Des�cn: INSTALL PLUMBING IN NEW HOME SET, B & G PLUMBING PERMIT 46.50 UNDER SLAB PLUMBING SEWER/WATER TOPOUT FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. to � ( , IX-I ATLANTIC BEACH BUILDING DEPT. V 4 + 1 r v CITY OF ATI ANTIC REACH APPLICATION FOR PLU2, t3ING PERMTT x .tih ay r1y '. 7 , . ( L JOB LOCATION: --T0 (JO „J S T2 S IA— OWNER OWNER OF PROPERTY: (3 EAC 14_155 AA4 r-44-r TELEPHONE NO. y4aTM PLUMBING CONTRACTOR {3 d G pLv r*m,4kNG <:: o . r lj CONTRACTOR' S ADDRESS : 1399 -7 a e4 cN STATE LICENSE NUMBER: C F,- a ZZ S q3 TELEPHONE: ZZ.?.- 9585 a. HOW MANY OF THE FOLLOWING FIXTURES INSTALLED i, I SINKS SHOWERS Z LAVATORY i WATER HEATERS " ! BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS I WASHING MACHINE FLOOR DRAINS � � - SHOWER PANS SEWER WATER -, r REPIPE OTHER -TOTAL FIXTURES : ��_ x $3 . 50 $15 . 40 MINIMUM PERMIT FEE - $25 . i)0 } SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ---------------------------------------------------------------- fir . .,.. INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE "WITH, THE MOST RECENT EDITION OF TI-lE SOUTHERN STANDARD PLUMBING CODE:;; CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904 ) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION,;,; PRIOR TO COVERING UP - (904) 247-5834 µter MAP SH7VING BOUNDARY SURVEY DF., THE SOUTH 41.00 FEET OF LOT 10, TOGETHER WITH THE NORTH 9.00 FEET OF LOT 11, BLOCK 1, ED SMITH SUBDIVISION, AS RECORDED IN PLAT BOOK 26, PAGE 50 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. LOT 61 JVr°,, LOT 6 LOT 5 LOT 9 ; LOT 5 �oo.00 LOT/0 .Q I a APR 1 1 2000 � la rhis Port�oi, of Lof/O Nof Included I ° oh ;a City of Atlantic Beac 1za In This Survey ai 3 m Building and Zoning 89°36'00"E. /00.00 LOT 5 ° Q I LOT 4 LOT 5 LOT/0 p �' a LOT 4 $ LOT 11 4j (� S. 89°36'00"W. /00.00' I77)1s POrTlO/J Of Lof f/ Nol Included V In This Survey Q II Q J LOT 4 G I I LOT 3A_LOT 4 LOT l/ � LOT 3 1� LOT/2 I MAP SHOWING BOUNDARY SURVEY GE., THE SOUTH 41.00 FEET OF LOT 10, TOGETHER WITH THE NORTH 9.00 FEET OF LOT 11, BLOCK 1, ED SMITH SUBDIVISION, AS RECORDED IN PLAT BOOK 26, PAGE 50 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. LOT 6I LOT 6 LOT 5LOT 9 LOT 5 '°°.°°" LOT lO a I•o a �' This oo�t�on D{Lof/O N°f/nc/tidd ea � In This 5urvecy ro 3 a 2000 h� gI N 89°36'00"E. /00.00 1 City of Atlanticea Bui>�g and ZOrlino oh g — l___yP�p o W W Lor 5F LOT 4LOT lD a LOT 5 — o q LOT 4 8 LOT 11 h N 9.. 89036'00"W. /00,00' a CV Q \� �9 a I This Porf�on Of Lof// Nof /ncluded �� V ck /n This Survey y` � O I Q LOT 4 C/ LOT 3 0 LOT II ' LOT 4 1i LOT l2 I LOT 3 i 4 ' �, M1N RE�Ui3N Book 9961 Page 2424 THIS INSTRUMENT PREPARED BY: Deborah W.Taylor,Esq. Blankenship Law Firm,P.A. D tr 99.61 95361 1300 Marsh Landing Parkway,Suite 108 Pa ese 961 — 2425 Jacksonville Beach,Florida 32250 Filed a 11"'I 04/24/2001 09.06.58 RM RECORD AND RETURN TO: 1IM FUUER Blankenship Law Firm,P.A. UCCIRMIT COURT 1300 Marsh Landing Parkway,Suite 108 TRUST FUND S 1.50 Jacksonville Beach,Florida 32250 COPT FEE t 2,00 MITI" RECOROIIIO 9 9 .00 TICE OF COMMENCEMENT PERMIT NO. ( TAX FOLIO NO. 17 a 3 2(5-0000 -1- 1 7d 3 yS-oU3 0 The undersigned hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.13,Florida Statutes,the following information is provided in this (`\,j Notice of Commencement. This Notice shall be void and of no force and effect if construction is \� not commenced within ninety(90)days after recordation. LL L Description of the property: See Attached Legal Description 2. General description of the improvement: Single Family Residence 3. The owner: Bestcon,Inc.,a valid Florida corporation Address: 2440 South Beach Parkway,Jacksonville Beach,FL 32250 Phone: 246-3747 Fax- Owner"s ax:Owner's interest in site of the improvement: Fee Simple 4. Fee Simple Title Holder(if other than Owner): S. Contractor: Same as Owner 6. Surety if any): None 7. Lender: AmSouth Bank Address: 9424 Baymeadows Road,Suite 100,Jacksonville,FL 32256 Phone: 281-7610 Fax: 281-7647 8. Name and address of person within the State of Florida designated by the owner as person upon whom notices or other documents may be served as provided by Florida Statute Section 713.13(l)(a)(7): 9. The owner has designated the following person,in addition to himself,to receive a copy of the lienor's notice as provided in Section 713.13(1)(b)of the Florida Statutes: Name: AmSouth Bank Address: 9424 Baymeadows Road,Suite 100,Jacksonville,FL 32256 Phone: 281-7610 Fax: 281-7647 10. Expiration date of Notice of Commencement.(the expiration date is one(1)year from the date of recording unless a different date is specified): The recording of this Notice of Commencement does not constitute alien, cloud or encumbrance on the described real property,but gives constructive notice that claims of lien may be filed under Chapter 713 of the Florida Statutes. BES ON, C. BW STATE OF FLORIDA a W.Nichols,its President COUNTY OF DUVAL �,( The foregoing instrument was acknowledged before me this�'"day of *,nf 001, by Paul W.Nichols,President,Bestcon,Inc.,a valid Florida corporate , the corporation. He is personally known to me. ��oer Notary Public 00 (SEAL) Crt _► Commission No.:ee771,;Z 4 _��„�� My commission expires:10;0- 9 'd LtLI'oN auf 'Nnn Cqq wHr, ii inn? nN CITY OF ATLANTIC BEACH, FLORIDA Apptowd by APPLICATION FOR ELECTRICAL PERMIT ( TO THE CHIEF ELECTRICAL INSPECTOR: DATE: ° 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. A 1/ _ ELECTRICAL FIRM- �;yy � MASTE CIAN SIGNATU E JOURNEYMAN NAME A1&l'Z"W—'�� ' 11 / 1& ADDRESS: L 6 Z'C. ! '' RFD BOX BLDG.SIZE '10e)0 BETWEEN: �L1 H �7 �1✓t 5%t A� RES.J?Q APT.( ) comm.( ) PUBLIC I ) INDUS.( ) NEW P4 OLD( 1 REW.I ) ADDITION I ) TRAILER I ) TEMP.I 1 SIGNS ( ) SQ.FT. SERVICE: NEW 04 INCREASE( ) // REPAIR ( ) FEE CONDUCTOR SIZE z(o AMPSl,SZ COPPER ALUM. SWITCH OR BREAKER AMPS I PH I W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH I W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.�0 AMPS. 1 31.100 AMPS. SWITC79ES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. oven APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING ' CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE I PHS NO- 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHE EACH SIGN FORWARDED S TOTAL FEES CITY OF ATLAN"IC BEACH PERMIT CALCULATION SHEET Addyes� f S7—f Late Heated Square Footage cc @ e Garage/ Shed @ $ per s __ = s Deck O �Q il Der .sv _ r;Lip d U der 31 TOTAL VALiJ_':T=CON s � T�ya1 Val at_an 1st $ j �,l p -a- S Q _ Rema-ining Value S,7.. Per thousand or bortian _hereo'_� TOTAL BUILDING FEE S 47A riling Fee ( ) Fireblaces @ $15 - OC S BUILDING PERMIT FEE WATER IMPACT FEE 5 3 ��• e SEWER IMPACT FEF. S % � S�_•� WATER METER/TAP S X G L CAPITAL ZE MPROVEMENT SEWED. T S Y04G) RADON (HRS ' . GC,0 Z c; SE-CTI( N H PAVING --o - r`_'DRAL'LIC SHARES S l CROSS CONNECTION S - O O C /06-G SURCHARGE . 0'750 0`Z'HER s_ GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanical Plun-jo ng Eiectric/New Electric/Temr, : SwimminaPoel Septic Tank ; Well Sign Finish Ficar F.levaticn Survey Other CALCULATIONS and/or NOTES : C "��.,F.- i END 25 ' ® _E I r 20W tla tic Beach E in an Zoning T1 T2 T3 N, T4 � J2 J2 J3 J3 J4 U7 J4 CU Mv �--- lot 14 % 11 " —� R o C 25 , DESIGNER: JDM HOLMES L UMBER JOB # 9-2216 MATE 12-29-98 CUSTOMER: HABITAT @ BEACHES -,� TR USS CO. PROJECT: 6550 ROOSEVELT BLVD. PLAN # LOT B THE HABITAT JACKSONVILLE, FL 32244 PHONE (904) 772-6100 FAX (904) 772-1973 Jo -4 79 9 LOT T1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #1 Dense 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WINO TC DL - 5.0 PSF, WIND SC DL - 5.0 PSF. IN LIEU OF RIGID SHEATHING: RECOMMENDED CAMBER 1/4' AT MIDSPAN BETWEEN BEARINGS. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS &24.00" OC. #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7' 11' 7' W4XB W X W4X T 12 T 5 m � m m T� W2X10(85R) "W2XIO(85R) I _ l --o8'1' W1.5X4 W3X7 HS2512 W1.5X4 25' �—2 25 2- 7- 11' 7' 428# 428# Rv-1903# U-930# W-3"8 Rv-1903# U-930# W-3"8 TAG = Ti SEG = 52406 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 2 PLIES= i TOTAL= 2 REV. 18.2C4 SCALE =0.2669 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE TC LL 20.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING, ERECTION AM 11/ 3/98DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T TC OL 7.0 PSF DATE 12/07/9B FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE Ilk,,ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM GUIPEMENTS. UNLESS OTHERWISE INDICATEO, TOP �2319 �A BC DL 1O.O PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGNPOSITION LY ATTACHED PLYWOOD T . . BOTTOM CHORD BC LL 0.0 PSF JOM CONNECTORS PER DRAWINGS 130, 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE E T A T E 0i CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER .tomo' TOT.LO. 37.0 PSF 0/A LEN. 25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH COPY OF THIS e •0�,�� DUR.FAC. 1 •25 IN ONLY. ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ICmS ,...... -_._....... ..._..._.._ ._ ______.._.. ��"���[[[UUU RPArTNA RPP ahnvo TVOC h i ncz J o -4 7 9 9 LOT T2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #1 Dense : T2 2x4 SP #2 N: 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2X4 SP #3 WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. IN LIEU OF RIGID SHEATHING: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS &24.00' OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 9' 7' 9' W4X5(R) W4A it T 12 T 5 p (v v W2X5(A S) �W2X5(A ca: 1' W3X4 W3X4 W1.5X3 25' �---2' r- 25' 2' Rv=1036# U=540# W=3'8 Rv=1036# U=540# W=3"8 TAG = T2 SEQ = 52410 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 2 PLIES= I TOTAL= 2 REV. 16.2C4 SCALE =0.2669 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE TC LL 20.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND I i/ 3/98 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T TC OL 7•O PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFO MANCE WITH QSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE Ilk,ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIRE►ENTS. UNLESS OTHERWISE INDICATED, TOP �Az91gJBC OL 1O•O PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0•O PSF JDM CONNECTORS PER DRAWINGS 130. 150 C 16CA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE •TA TEpT CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPERTOT.LO. 37.0PSF 0/A LEN. 25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY O;THIS 61 � DUR.FAC 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. jt -4799 LOT T THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER H n CHORD 2x4 SP 02 N 100 MPH WINO, 15.00 FT MEAN MGT. SBCCI. CHORD 2x4 SP 02 N ENCLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WINO BC OL - 5.0 PSF. IN LIEU OF RIGID SHEATHING; RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 924.00" OC. .1ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ----- --— -- 11 -�--3 f 1 -- ------� W4X5(R) 1�7(A ,. 5 it 12 W1.5X3 W1.5X3 ; M ® T W2X6(A1) W2X6(A1) a= 1$,1 VL W3X7 W5X4 --{v 25' ----2' 25' 2' --+� Rv-1036# U-540# W-3"6 Rv-1036# U-540# W-3`8 TAG T3 SEO52415 PLATE-WAVE TPI95 TPI-95 STD QTY= 2 PLIES- 1 TOTAL- 2 REV, 18..2C4SCAL =0.2669 /�U� ALPIUE EN6INEEtEO PRODUCTS, INC. TRUSSES AEOUIRE EXTREME CANE 1� )gt] TC LL 20.0 PSF R�F *IMPORTANT**SHALL NOT DE NESPOHSIBU FDA ANY ARN I NG IN HANDLING. ERECTION AND ! 8 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T pp, TC OL 7.0 PSF DATE 12/07/98 �VVJ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBS 8Y TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING AE *t IFI,„ I,R ALPINE CONNECTORS AAE MADE OF 206A GALV, STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED, TDP 4A423�„4� .4 B(. DL 10.0 PSF DRWG CED A446 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF 000 SMALL BE LATERALLY BRAWITH PROPER 7 ({ (� N^� "^uIMLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHE0ATHING. BOTTOM CHORD 8C LL •0 PSF t�DM ""N6S 130, 150 6 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE s T A r E of; nF NOS C TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 'rUORiG*"o"T TOT.LD. 37.0 PSF O/A LEN. 25 --NT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY-THIS t'j+ AA��� DUR.FAC. 1 .25 DESIGN TO THE TABS ERECTION CONTRACTOR. � 1 .._. ... .. ._� __ .� ..-. .gPArTNr. Pd n" rvTac hint J -4 799 T T4 THIS OWQ. PREPAREO BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE, WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. IN LIEU OF RIGID SHEATHING; A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 12'6" 12'6" --+ W04 o+ 5 � W1,5X3 W1.5X3 rn is in u1 in v=W2X6(A fl W2X6(A 1) 8'1' W3X7 W3X4 25' -2' 25' 2' ---{ Rv-1036# U-540# W-3'8 Rv-1036# U-540# W-3'8 TAG = T4 SEQ = 52419 PLATE-WAVE TPI95 TPI-95 (STD) OTY= 12 PLIES= 1 TOTAL- 12 REV. 18.2c4 SCALE -0.2669 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE TC LL 20 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND 11/ 3/98 DEVIATIONFROM THIS DESIGN DR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T gpTC OL 7.0 PSF DATE 12/07/96 FAILURE TO BUILD THE TRUSS IN CONFO MANCE WITH OSTSB BY TPI. FOR AD017IONAL SPECIAL PERMANENT BRACING RE 117"ALPINE CONNECTORS ARE MADE OF 2064 GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP ��A29'97 J� BC OL 10.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER /f` TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0•O PSF JDM CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHEO RIGID CEILING-- SEE 0 T A T F 0Y CONFORM 11/APPLICABLE PROVISIONS OF NOS C TPI. AN EMGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER TOT.LD. 37.0 PSF O/A LEN. 25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �''j+ r "0���r� DUR.FAC. 1 •25 3N ONLY, AND SHALL NOT.BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. s S rnA�rA�r �• n•� Job: (8-4799) LOT J1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM IN LIEU OF RIGID SHEATHING: REACTION OF 156.39. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-156# NAILED 1i'0"6 m n1 m f2 m 5 p W2X4(A 1) v� B'1'2 7'1"8 Rv-403# U-2500 W-3"8 Rv-700 U-2000 NAILED PLATE-WAVE TPI95 TPI-95 (STD) QTY= 14 PLIES= i TOTAL- 14 REV. 18.2c4 SCALE -0.7320 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 1 1/ 3/98 TC LL 20.0 PSF REF n� *IMPORT ANT jE*SHALL NOT BE RESPONSIBLE FOR ANY A RN I N G IN HANDLING, ERECTION AND ^ \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T TC OL 7.0 PSF OATE 12/07/98 FAILURE TO BUILO THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE F�1F'C4 0 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING AGIN DUIREMENTS. UNLESS OTHERWISE INDICATED, TOP A423A BC DL 10.0 PSF ORWG AA6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER AT TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF JOM CONNECTORS PER DRAWINGS 130. 150 G 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE T A i E of 7 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER L��OgtO � TOT.L0. 37.0 PSF 0/A LEN. SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS G',rN�* o'�� DUR.FAC. 1 •25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. J b: 8-4 7 99 LOT J2 THI DWG. PREPARED BY THE ALPINE JOB DESIGNEP_PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND, '15.00 FT MEAN HGT. SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM IN LIEU OF RIGID SHEATHING: REACTION OF 98.58. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. RV-99# NAILED 10'2"6 in in fV 12 SV 5 L�- W2X4(A1) T e•1"2 5'1"8 2' 5- AV-3390 U-2300 W-3"B Rv-44# U-2000 NAILED PLATE-WAVE TPI95 TPI-95 (STD) OTY= 8 PLIES- i TOTAL- 8 REV. 18.2c4 SCALE -0.9207 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIPE EXTREME CAPE T C LL ��.O PSF1TV.= REF *IMPORTANT**SHALL NOT tSE RESPDNSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND 11/ 3/98 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T �pI TC OL 7.0 PSFDATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST8S BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20SA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP ��123�g� JA BC OL iO.O PSFDRWG MA6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOO SHALL BE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130. 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE s T A T E ort CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER '��R<ORi��e TOT.LO. 37.0 PSF0/A LEN. 5 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ORRYMALL APPLICATION. FURNISH A COPY OF THIS r ' 1 .25 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. C� "F ['S DUR.FAC. �_ ...- .._.....- ._ _ . . ....._... . ._.. . ..._...r.. __ ___.._. t� RPACTNR ?4.n" snPr. Job: (8-4799) LOT J3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM IN LIEU OF RIGID SHEATHING, REACTION OF 27.62. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS &24.00" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR. CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-28# NAILED 9'4"6 12 5 G� 2X4(A1) T Q B'1"2 3'1'8- 2' 3' Rv-288# U-220# W-3"B Rv-17# U-200# NAILED TAG = T7 SEG 5 432 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 8 PLIES- i TOTAL- 8 REV. 18.2c4 SCALE -1 .2405 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 11a/ ,3/98 TC LL 20.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING, ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T TC OL 7.0 PSF DATE 12/07/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REMALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTN GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP Apg19 J'� BC OL 10 -0 PSF DRWG A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130. 150 C 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE E T A TE of CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINECH ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER + <oR t��o'T TOT.LD. 37.0 PSF 0/A LEN. 3 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS cr "Hr�"� DUR.FAC. 1 .25 IN OILY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. 1 COAT TAI(_ OA /1" r..n r- CFIOf Job: -4 7 9 9 LOT J4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N AN UPLIFT REACTION OF -165# OCCURRED ON A BOT CHORD 2x4 SP #2 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM WINO TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF, REACTION OF 334.78. IN LIEU OF RIGID SHEATHING; A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS &24,00" OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS, PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. TW2X4(Al) XT 8'6"6 'v 5 C7 8'1"2 i'i"e Rv-370# U-2700 W-3"8 Rv-aU#-165A 620M ILNKILED PLATE-WAVE TPI95 TPI-95 (STD) QTY= 8 PLIES- i TOTAL= 8 REV. 18.2c4 SCALE 158460 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE TC LL 20.0 PSF REF t *IMPORTANT**SHALL NOT SE RESPONSIBLE FDR ANr ARNING IN HOMING. ERECTION AM 11/ 3/98 DEVIATION FRO"THIS DESIGN OR THESE SPECIFICATIONS, 0R ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGNRAT TC OL 7.O PSF DATE 12/C7/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BCING RE l,�, ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM 223 OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP HS 4 !ABC OL 1O .O PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERTRUSS ANDUNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 8C LL O.O PSF JOM CONNECTORS PER DRAWINGS 130. 150 G I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEEg A T A T E os CONFORM W/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S ALPINE 7EQBRICAL UPDATE (7/1/91) FOR PROPER `L�,O'IQR-Ob oa TOT.L0. 37.0 PSF 0/A LEN. 1 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS f, •� OUR.FAC. S .c�J IN ONLY, AND SHALL NOT BE RELIED UPON 2N ANY OTTER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR, r+�EO • - - - - -----------------------..-------------- SPACING 24.0" TVDF soec J b: -4 799 LOT J5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BOT CHORD 2x4 SP 02 N WEBS 2x4 SP 03 OPENMBLDG NLOCATEDOANYWHERE INTROOF. , LOAD CONTINUOUS LOADS LOAD CONC, LOADS WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM 0 T 54.0 54.0 0.0 12.7 0 T -331 3.5 REACTION OF 350.15. 0 B 20.0 20.0 2.8 12.7 0 T 55 6.3 1 B 1.8 1.8 2.8 12.7 0 T 197 9.1 IN LIEU OF RIGID SHEATHING: I T -101.1 -101.1 0.0 2.8 0 B -39 3.5 TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00" OC. I T -89.2 -89.2 2.8 2.9 0 B 35 6.3 1 T -74.4 -74.4 2.9 9.7 0 B 88 9.1 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 1 T -89.2 -89.2 9.7 12.7 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PRAVE% # NAILED _33j# 55 197 1'5'7 2'9"15 2'9'15 2'9'8 9'10"13 1 ,0•c W3X4 W3X3 `^ 3.54 p in m m .� W2X4(AS) QIrl '1"2 W1.5X3 10'2"5 2'9'15 9'10"13 1'5"7 2'9'15 2'9'15 2'9`8 -391 35 88 Rv-3700 U-2000 W-4'15 Rv-3500 U-200/ NAILED PLATE-WAVE TPI95 TPI-95 (STD) QTY= 4 PLIES- i TOTAL= 4 REV. 18.2c4 SCALE -0.5915 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE TC LL 20.0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND 1 1/ 3/9 8 [FAILURE EVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY WAGING. SEE HIB-91 BY TPI. SEE THIS DESIGN T Qp- TC DL 7.0 PSF DATE 12/07/98 TO BUILD THE TRUSS IN COWONNANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` Irl" MLPINE CONNECTORS ARE NAGE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP A2g1g� JBC OL 10•0 PSF DRWG A.A6 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130, 150 G 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-_SEE A T A T E 0s CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER �toRtO� TOT.LD. 37.0 PSF 0/A LEN. 91013 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ON OUR.FAC. 1 •225IN ONLY, AND SHALL NOT BE RELIED UPIN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. s/ n ,1 6 BEACHES HABITAT HVAC LOAD ANALYSIS for Beaches Habitat P.O. Box 50939 Jacksonville Beach, FL 32240 oftwqre "dbP Ssa3 itl �� GtltlA h`F, APR I ' 2001 RHVACRmDWnAL, City of Atlantic Beach HVAC LOADS Building and Zoning Prepared By: Andy Bryan Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach,FL 32266 (904)249-8251 8-9-99 RHVAC -Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Beaches Habitat Neptune Beach,FL 32266-1798 8-9-99 Page 2 Project Summary Project: Beaches Habitat Company: Ocean State Heating &Air Conditioning Client: Beaches Habitat Representative: Andy Bryan Address: P.O. Box 50939 Address: 1476 Atlantic Boulevard City: Jacksonville Beach, FL 32240 City: Neptune Beach, FL 32266 Phone: (904) 241-1222 Phone: (904) 249-8251 Fax: Fax: (904) 249-8949 Design Data Project Name: Beaches Habitat Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Check Figures Total Building Supply CFM: 767 CFM per square foot: 0.72 Square feet of room area: 1,066 Square feet per ton: 583.902 Building Loads Total heating required with outside air: 23,326 Btuh 23.326 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,898 Btuh 15 % Total cooling required with outside air: 19,767 Btuh 1.647 Tons (based on sensible +latent) 1.826 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday,April 06,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Beaches Habitat Neptune Beach,FL 32266-1798 8-9-99 Page 3 Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 130 4,241 0 6,243 6,243 10D Door Wood Solid Core 38 787 0 430 430 12C Wall R-11 + 1/2"Gypsum(R-0.5) 980 3,968 0 2,168 2,168 16G Ceiling R-30 Insulation 1,066 1,583 0 1,583 1,583 22A Slab on Grade No Edge Insulation 146 5,321 0 0 0 Subtotals for structure: 2,360 15,900 0 10,424 10,424 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 0 0 Ductwork: 0 1,110 0 1,535 1,535 Infiltration:Winter CFM: 127.7, Summer CFM: 56.8 168 6,316 1,978 1,310 3,288 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 16,869 Temperature Swing Multiplier: X1.00 Building Load Totals: 23,326 2,898 16,869 19,767 Check Figures Total Building Supply CFM: 767 CFM per square foot: 0.72 Square feet of room area: 1,066 Square feet per ton: 583.902 Building Loads Total heating required with outside air: 23,326 Btuh 23.326 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,898 Btuh 15 % Total cooling required with outside air: 19,767 Btuh 1.647 Tons (based on sensible +latent) 1.826 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday,April 06,2000 RHVAC-Residential&Light Commercial HVAC Loads Program ✓HVAC-Residential&Light Comm( Ocean State Htg&A/C ��-=ean State Htg&A/C Neptune Beach, FL 32266-1798 8-9-99 q mptune Beach, FL 32266-1798 v_oom Load Summary Repor System #1 Summary Loads Component Area Sen. ystem#1 Room Load Sumt Description Quan Loss 3C Window Double Pane Clear Glass Metal Frame 130 4,241 Room Area 10D Door Wood Solid Core 38 787 • Li'Tlo Name SF 12C Wall R-11 + 1/2"Gypsum(R-0.5) 980 3,968 16G Ceiling R-30 Insulation 1,066 1,583 ---Zone 1--- 1 Master 176 22A Slab on Grade No Edge Insulation 146 5,321 t— Bedroom Subtotals for structure: 2,360 15,900 /Bath Active People: 4 0 2 Bath 2 100 Inactive People: 0 0 3 Bedroom 137 Appliances: 0 0 3 Lighting: 0 0 P 4 Living 233 Ductwork: 0 1,110 Room Infiltration: Writer CFM: 127.7, Summer CFM: 56.8 168 6,316 3 5 Dinette 105 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 � 6 Kitchen 98 Sensible Gain Total: 7 Bedroom 217 Temperature Swing Multiplier: 2 System Load Totals: 23,326 %Z oystem 1 1066 A o"Totals Check Figures system#1 Cooling System Supply CFM: 767 CFM per square foot: Square feet of room area: 1,066 Square feet per ton: 5 System Loads 3P Li�let Required: aprZecommended: Total heating required with outside air: 23,326 Btuh 23.326 MBH Total sensible gain: 16,869 Btuh 85 % r system#1 Equipment Data Total latent gain: 2,898 Btuh 15 % Total cooling required with outside air: 19,767 Btuh 1.647 Tons (based 1.826 Tons (based Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Beaches Habitat Builder: Beaches Habitat Address: Ito-AO 750�-&A4-% -51• Permitting Office: City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap: 100.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER 10.00 _ 4. Number of Bedrooms 3 _ b.N/A _ 5. Is this a worst case? No 6. Conditioned floor area(ft') 1066 ft' c. N/A _ 7. Glass area&type a. Clear-single pane 0.0 ft' _ 13. Heating systems b. Clear-double pane 130.0 ft' _ a. Electric Heat Pump Cap: 100.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft' _ HSPF:7.00 d.Tint/other SC/SHGC-double pane 0.0 ft' b.N/A _ 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 146.0(p)ft _ c. N/A _ b.N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=11.0,980.0 ft= EF:0.92 _ b.N/A _ b.N/A _ c. N/A d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1066.0 ft' _ 15. HVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Attic Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as-built points: 16762.00 PASS Total base points: 17597.00 1 hereby certify that the plans and specifications covered Review of the plans and zx>ssT by this calculation are in compliance with the Florida specifications covered by this tion` = 9TH° Energy Code. calculation indicates compliance .,,''' PREPARED BY: Ocean State HVAC with the Florida Energy Code. Before construction is completed DATE: this building will be inspected for I hereby certify that his uildin , as gned 's in compliance with Section 553.908 compliance with the Flo i e y C Florida Statutes. °D we OWNERIAGENT: BUILDING OFFICIAL: - DATE: r DATE: - �- EnergyGauge®(Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details [ADDRESS: l k. aQ -50c Cur' sire_6- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1066.0 33.05 6342.5 Double, Clear N 1.5 4.0 6.0 19.22 0.88 101.4 Double, Clear N 1.5 6.0 15.0 19.22 0.94 270.6 Double, Clear W 1.5 6.0 15.0 36.99 0.91 506.7 Double, Clear E 1.5 6.0 15.0 40.22 0.91 550.7 Double, Clear E 1.5 6.0 15.0 40.22 0.91 550.7 Double, Clear S 1.5 6.0 20.0 34.50 0.86 590.7 Double, Clear S 6.0 6.0 20.0 34.50 0.52 359.2 Double, Clear W 1.5 4.0 9.0 36.99 0.81 270.9 Double, Clear W 1.5 6.0 15.0 36.99 0.91 506.7 As-Built Total: 130.0 3707.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 11.0 980.0 1.70 1666.0 Exterior 980.0 1.70 1666.0 Base Total: 980.0 1666.0 As-Built Total: 980.0 1666.0, DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 38.0 6.10 231.8 Exterior 38.0 6.10 231.8 Base Total: 38.0 231.8 As-Built Total: 38.0 231.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1066.0 0.60 639.6 Under Attic 30.0 1066.0 0.60 639.6 Base Total: 1066.0 639.6 As-Built Total: 1066.0 639.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 146.0(p) -37.0 -5402.0 Slab-On-Grade Edge Insulation 0.0 146.0(p) -41.20 -6015.2 Raised 0.0 0.00 0.0 Base Total: -6402.0 As-Built Total: -6015.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1066.0 10.21 10883.9 1066.0 10.21 10883.9 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 600A-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PERMIT#: BASE AS-BUILT Summer Base Points: 14361.8 Summer As-Built Points: 11113.8 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 11113.8 1.000 1.089 0.341 1.000 4130.3 14361.8 0.3573 5131.5 11113.8 1.00 1.089 0.341 1.000 4130.3 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: to a,0 -$p(t�A� S���C PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 1066.0 9.76 1873.7 Double,Clear N 1.5 4.0 6.0 14.30 1.01 86.3 Double,Clear N 1.5 6.0 15.0 14.30 1.00 215.1 Double,Clear W 1.5 6.0 15.0 10.77 1.02 165.3 Double,Clear E 1.5 6.0 15.0 9.09 1.04 141.2 Double, Clear E 1.5 6.0 15.0 9.09 1.04 141.2 Double,Clear S 1.5 6.0 20.0 4.03 1.12 90.1 Double,Clear S 6.0 6.0 20.0 4.03 2.73 220.2 Double,Clear W 1.5 4.0 9.0 10.77 1.05 102.1 Double, Clear W 1.5 6.0 15.0 10.77 1.02 165.3 As-Built Total: 130.0 1326.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood,Exterior 11.0 980.0 3.70 3626.0 Exterior 980.0 3.70 3626.0 Base Total: 980.0 3626.0 As-Built Total: 980.0 3626.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 38.0 12.30 467.4 Exterior 38.0 12.30 467.4 Base Total: 38.0 467.4 As-Built Total: 38.0 467.4 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1066.0 1.20 1279.2 Under Attic 30.0 1066.0 1.20 1279.2 Base Total: 1066.0 1279.2 As-Built Total: 1066.0 1279.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 146.0(p) 8.9 1299.4 Slab-On-Grade Edge Insulation 0.0 146.0(p) 18.80 2744.8 Raised 0.0 0.00 0.0 Base Total: 1299.4 As-Built Total: 2744.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 1066.0 -0.59 -628.9 1066.0 -0.59 -628.9 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FCRM 600A-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PERMIT#: BASE AS-BUILT Winter Base Points: 7916.7 Winter As-Built Points: 8815.3 Total Winter X System = Heating Total X Cap X Duet X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 8815.3 1.000 1.107 0.487 1.000 4751.9 7916.7 0.5340 4227.5 8815.3 1.00 1.107 0.487 1.000 4751.9 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: - lto2p 'SOc,� n&r U± PERMIT* BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.92 3 1.00 2626.61 1.00 7879.8 As-Built Total: 7879.8 CODE COMPLIANCE STATUS BASE I AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 5131.5 4227.5 8238.0 17597.0 4130.3 4751.9 7879.8 16762.0 PASS::] of TFiS STA? yob way EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/RaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: �b2O Soc-84,r, S-�c'ce_+ PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTIONREQUIREMENTS FOR EACH PRACTICE Exterior Windows&Doors 606.1.AB7Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wal foundation&wall sole or sill plate;joints between exterior wall panels at comers;utility 1. penetrations;between wall panels&top/bottom plates;between walls and floor. 2. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extend 3. from and is sealed to the foundation to the top plate. 4. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. 5. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is seal 6. to the perimeter,penetrations and seams. 7. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chas( a soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top pla, t C _ attic access. EXCEPTION:Frame ceilings where a continuous infiltration barrier is c Installed that is sealed at the perimeter,at penetrations and seams. 8 Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside; a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm fror t conditioned space,tested. C Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. g Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFF s have combustion air. t C 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. C COMPONENTS SECTION REQUIREMENTS C Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit 10. breaker electric or cutoff as must be provided.External or built-in heat trap require a Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools t must have a pump timer. Gas spa&pool heaters must have a minimum thermal c efficient of 78%. 11. Shower heads 612.1 Water flow must be restricted to no more than 2.5,gallons per minute at 80 PSIG. a Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically t attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. I C Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Co Common ceiling&floors R-11. in' baa Bu Ac *A 7- yo Cc ink Co. EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.0 The higher the score,the more efficient the home. 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap: 100.0 kBtu/hr - 3. Number of units,if multi-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 3 - b.N/A - 5. Is this a worst case? No - 6. Conditioned floor area(ft') 1066 ff c. N/A - 7. Glass area&type - - a. Clear-single pane 0.0 ft' 13. Heating systems b.Clear-double pane 130.0 ft2 - a. Electric Heat Pump Cap: 100.0 kBtu/hr - c. Tintlother SC/SHGC-single pane 0.0 W _ HSPF:7.00 - d.Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A - 8. Floor types - - a. Slab-On-Grade Edge Insulation R=0.0, 146.0(p)ft - c. N/A - b.NIA - - c.N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0,980.0 ft' - EF:0.92 - b.N/A - b.N/A - c. NIA _ - d.N/A - c. Conservation credits _ e.N/A (HR-Heat recovery,Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=30.0, 1066.0 ft' - 15. HVAC credits - b.N/A - (CF-Ceiling fan,CV-Cross ventilation, c. NIA HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Attic Sup.R=6.0,25.0 ft - RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) yo410E Sr43, in this home before final inspection.Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: _ a Address of New Home: City/FL Zip: COD wE t¢ *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building EnergyRating.Ifyour score is 80 orgreater(or 86for a U7SEPAIDOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage(EEM incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version:FLRCNA-200)